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RCC Structures Design

RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Less than 6
Not less than 6
Equal to 6

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Kept uniform throughout
Increased gradually towards the edge
Decreased gradually towards the edge

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by PZ/e
Is increased by Pe/Z
Is decreased by Pe/Z
Remains unchanged

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
4 %
6
0.15 %

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
10 legged
12 legged
6 legged

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
45°
40°
All listed here

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